|
Report_Id: 201016 Est NO 0004 |
Date:09/24/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201016 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 09/05/2020 TO 09/18/2020 | ||||||
| Date Approved | 09/24/2020 | ||||||
| Primary Proj Number | DE09000622008 | ||||||
| Project No. | STP BRO 5038(104) | ||||||
| Primary County | NELSON | ||||||
| Name of Road | US-62 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGES ON US-62(HINKLE CREEK) AND K Y-48 IN BLOOMFIELD | ||||||
| Date Let | 04/24/2020 | Formal Acceptance | |||||
| Date Awarded | 05/06/2020 | Date Work Began | 07/31/2020 | ||||
| Date Contract Executed | 06/02/2020 | Open To Traffic | |||||
| Date NTP Issued | 06/02/2020 | Actual Completion Date | |||||
| Current Contract Amount | $3,721,496.33 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,721,496.33 |
Total Earnings | $509,461.00 |
$291,174.50 |
$218,286.50 |
|
| Percent Complete | 13.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,212,035.33 |
Gross Earnings | $509,461.00 |
$291,174.50 |
$218,286.50 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $509,461.00 |
$291,174.50 |
$218,286.50 |
|||
| Contract Id | 201016 | Change Order Summary |
County | NELSON | ||||||
| Estimate Nbr | 0004 | Project Number | STP BRO 5038(104) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 09/05/2020 TO 09/18/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 201016 | COMMONWEALTH OF KENTUCKY |
County | NELSON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09000622008 | ||||||
| Estimate Nbr | 0004 | Period | 09/05/2020 TO 09/18/2020 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 132.00 | 132.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 142.00 | 142.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0015 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 83.00 | 83.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 136.00 | 136.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0025 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.60 | 0.600 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0002 ROADWAY | |||||||
| 0035 | STANDARD CURB AND GUTTER | 01810 | LF | 272.00 | 272.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0040 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0045 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0055 | RELOCATE WATER-FILLED BARRIERS | 02004 | LF | 321.00 | 321.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0060 | WATER-FILLED BARRIERS | 02005 | LF | 305.00 | 305.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 35.00 | 35.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0075 | WATER | 02242 | MGAL | 52.00 | 52.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0085 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0090 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 487.00 | 487.000 | 224.000 | 224.000 | 10.00 | 2,240.00 | |||
| 0105 | EDGE KEY | 02585 | LF | 99.00 | 99.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 30.00 | 30.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 101,930.00 | 5,096.50 | 5,096.50 | |
| 0120 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0125 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0135 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 215.00 | 215.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0155 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.020 | 20,000.00 | 400.00 | |||
| 0160 | REMOVE STRUCTURE 35'X17' CONC. BRIDGE, | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0165 | REMOVE STRUCTURE 86'X31' 5 SPAN BRIDGE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0170 | REMOVE STRUCTURE REMOVE TOP SLAB 192'X17' BOX CULVER | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | |||
| 0175 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0180 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0185 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 8,867.00 | 8,867.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0190 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,731.00 | 1,731.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0195 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 344.00 | 344.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0200 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 358.00 | 358.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0210 | DRAIN PIPE-8 IN PART OF TRENCH DRAIN | 08821 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0215 | TRENCH DRAIN | 22766ED | LF | 64.00 | 64.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0220 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 80.00 | 80.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0225 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 90.00 | 90.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0230 | REMOVE/REPLACE PORCH | 50005 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 337,000.00 | 0.00 | |||
| 0580 | MOBILIZATION FOR MILL & TEXT (ADDED: 4-21-20) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0003 DRAINAGE | |||||||
| 0235 | CULVERT PIPE-15 IN | 00461 | LF | 169.00 | 169.000 | 0.000 | 0.000 | 142.00 | 0.00 | |||
| 0240 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0245 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0004 BRIDGE-27520 | |||||||
| 0250 | MASONRY COATING | 02998 | SQYD | 306.00 | 306.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0255 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 51.40 | 51.400 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0260 | CONDUIT-1 1/4 IN | 04793 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0265 | CONDUIT-2 IN | 04795 | LF | 183.50 | 183.500 | 0.000 | 0.000 | 22.80 | 0.00 | |||
| 0270 | ELECTRICAL JUNCTION BOX BRIDGE - EAST FORK SIMPSON CREEK - DWG 2 | 04810 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 894.05 | 0.00 | |||
| 0275 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 124.00 | 124.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0280 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 57.00 | 57.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0285 | CONCRETE-CLASS A | 08100 | CUYD | 157.10 | 157.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0290 | CONCRETE-CLASS AA | 08104 | CUYD | 66.30 | 66.300 | 0.000 | 0.000 | 1,763.00 | 0.00 | |||
| 0295 | STEEL REINFORCEMENT | 08150 | LB | 18,118.00 | 18,118.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0300 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,306.00 | 8,306.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0305 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 654.40 | 654.400 | 0.000 | 0.000 | 291.50 | 0.00 | |||
| 0310 | CONCRETE SEALING | 23378EC | SQFT | 2,557.00 | 2,557.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0315 | REMOVE STORE & REINSTALL 27520 | 24751ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0320 | RAIL SYSTEM TYPE C411 | 24877ED | LF | 171.50 | 171.500 | 0.000 | 0.000 | 156.00 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0005 BRIDGE-27521 | |||||||
| 0325 | FLOWABLE FILL | 02220 | CUYD | 63.70 | 63.700 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0330 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 260.00 | 260.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0335 | WATERPROOFING MEMBRANE | 03250 | SQYD | 534.00 | 534.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0340 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 53.00 | 53.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0345 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,500.00 | 0.00 | |||
| 0350 | CONCRETE-CLASS A | 08100 | CUYD | 390.40 | 390.400 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0355 | STEEL REINFORCEMENT | 08150 | LB | 53,367.00 | 53,367.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0360 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,152.00 | 1,152.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0365 | RAIL SYSTEM TYPE C411 | 24877ED | LF | 46.40 | 46.400 | 0.000 | 0.000 | 156.00 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0006 BRIDGE-27522 | |||||||
| 0370 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 275.00 | 275.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0375 | MASONRY COATING | 02998 | SQYD | 126.00 | 126.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0380 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 238.00 | 238.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0385 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 37.00 | 37.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0390 | CONCRETE-CLASS A | 08100 | CUYD | 80.60 | 80.600 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0395 | STEEL REINFORCEMENT | 08150 | LB | 5,732.00 | 5,732.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0400 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,323.00 | 2,323.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0405 | STRUCTURAL STEEL 9,660 LB | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,970.00 | 0.00 | |||
| 0410 | REM DRY STONE MASONRY WALL | 21688EN | LF | 67.00 | 67.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0007 WATERLINE | |||||||
| 0415 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 879.00 | 879.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0420 | W CAP EXISTING MAIN | 14003 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0425 | W DIRECTIONAL BORE | 14004 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0430 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0435 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 0440 | W FIRE HYDRANT REMOVE | 14021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0445 | W PIPE PVC 02 INCH | 14056 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0450 | W PIPE PVC 06 INCH | 14059 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0455 | W PIPE PVC 08 INCH | 14060 | LF | 1,590.00 | 1,590.000 | 280.000 | 280.000 | 190.00 | 53,200.00 | |||
| 0460 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0465 | W STRUCTURE REMOVAL | 14088 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0470 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0475 | W TIE-IN 02 INCH | 14091 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0480 | W TIE-IN 04 INCH | 14093 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0485 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0490 | W VALVE 04 INCH | 14104 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0495 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0500 | W VALVE 08 INCH | 14106 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0505 | PAVEMENT REPAIR | 20757ED | SQYD | 586.00 | 586.000 | 0.000 | 0.000 | 58.75 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0008 SEWER | |||||||
| 0510 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 325.00 | 325.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0515 | S BYPASS PUMPING | 15000 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0520 | S LATERAL LONG SIDE 04 INCH | 15087 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0525 | S LATERAL LONG SIDE 06 INCH | 15088 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0530 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0535 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0540 | S MANHOLE | 15092 | EACH | 7.00 | 7.000 | 1.000 | 2.000 | 3.000 | 3,800.00 | 3,800.00 | 11,400.00 | |
| 0545 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0550 | S MANHOLE CASTING STANDARD | 15095 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2.000 | 350.00 | 350.00 | 700.00 | |
| 0555 | S MANHOLE CASTING WATERTIGHT | 15096 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0560 | S PIPE PVC 08 INCH | 15112 | LF | 758.00 | 758.000 | 348.400 | 177.500 | 525.900 | 600.00 | 209,040.00 | 315,540.00 | |
| 0565 | S LATERAL LOCATE | 15136 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0570 | PAVEMENT REPAIR | 20757ED | SQYD | 288.00 | 288.000 | 0.000 | 0.000 | 58.75 | 0.00 | |||
| Project | DE09000622008 | Fed/State Project Number | STP BRO 5038(104) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0575 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,997.48 | 0.00 | |||
| 0585 | MOBILIZATION (ADDED: 4-21-20) | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 174,569.00 | 87,284.50 | |||
| SUBTOT | $218,286.50 |
$509,461.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||